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CS/CMST Coiled Straps


Installation

View step-by-step installation instructions

CMSTC provides nail slots for easy installation; it can be cut to length. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons.

Finish: Galvanized. Some products available in ZMAX® coating; see Corrosion Information.

Installation:

Gauge stamped on part for easy identification

top Gallery:
  roll over images below to see larger image
 
 
Typical CS Installation as a Floor-to-Floor Tie
(CMST requires minimum 2-2x studs)
CS16 Hole Pattern
(all other CS straps similar)
CMST14 Hole Pattern (CMST12 similar) CMSTC16 Hole Pattern   Typical Horizontal CS/CMST Installation

top Load Table: See code report listings below
Additional Corrosion Protection

These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

These models are approved for installation with the Strong-Drive SD Structural-Connector screw.
Table
  1. Loads include a 60% load duration increase on the fasteners for wind or seismic loading.
  2. Use half of the required nails in each member being connected to achieve the listed loads.
  3. Allowable Load =      No. of Nails Used  
    No. of Nails in Table
     x Table Load
     
    Allowable Load =   40 Nails (Used) 
    50 Nails (Table)
     x 4585 lbs = 3668 lbs
  4. Calculate the connector value for a reduced number of nails as follows:

    Example: CMSTC16 in DF/SP with 40 nails total.
    (Half of the nails in each member being connected)

  5. Tension loads apply for uplift when installed vertically.
  6. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d Sinker = 0.148" dia. x 3 1/4" long, 10d = 0.148" dia. x 3 " long. See other nail sizes and information.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO UES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
CMSTSee specific model numbers for code listings.
CMST12 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CMST14 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CMSTC No code listing. Please contact us for test data.
CMSTC16 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CSSee specific model numbers for code listings.
CS14 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CS14-R ER-124     FL10852      
CS16 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CS16-R ER-124 ESR-2105 / ESR-2523 * RR25489 FL10852      
CS16Z ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852      
CS18 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CS18-R ER-124 ESR-2105 / ESR-2523 * RR25489 FL10852      
CS18S ER-124 ESR-2105 / ESR-2523 *   FL10852      
CS20 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CS20-R ER-124 ESR-2105 / ESR-2523 * RR25489 FL10852      
CS22 ER-124 ESR-2105 / ESR-2523 * RR25713 / RR25489 FL10852 / FL13872      
CS22-R ER-124 ESR-2105 / ESR-2523 * RR25489 FL10852      

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

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 ORTHOGRAPHIC
PERSPECTIVE
CMSTNone for this model High Wind-Resistant Construction D36-D37: Hollow Column Uplift: CMST Strap Configuration Installation: DWG | DXF
CMST12None for this model None for this model
CMST14None for this model High Wind-Resistant Construction D70: Wall to Pile/Girder: DWG | DXF
CMSTCNone for this model None for this model
CMSTC16None for this model None for this model
CSNone for this model CS: DWG | DXF
CS CFS: DWG | DXF
CS14None for this model None for this model
CS14-RNone for this model None for this model
CS16 CS16: DWG | DXF
CS16: DWG | DXF
High Wind-Resistant Construction D45: Stud to Band Joist: DWG | DXF
High Wind-Resistant Construction D46: Stud to Band Joist: DWG | DXF
High Wind-Resistant Construction D72: Wall to Pile/Girder: DWG | DXF
High Wind-Resistant Construction D8: Girder/Truss to Wall Framing: DWG | DXF
Floor to Floor Connections: DWG | DXF
Pile to Girder Connectors 2: DWG | DXF
Stud to Band Joist Connections: DWG | DXF
Stud to Band Joist Connections Version 2: DWG | DXF
CS16-RNone for this model None for this model
CS16ZNone for this model None for this model
CS18 CS18: DWG | DXF
None for this model
CS18-RNone for this model None for this model
CS18SNone for this model None for this model
CS20 CS20: DWG | DXF
None for this model
CS20-RNone for this model None for this model
CS22 CS22: DWG | DXF
None for this model
CS22-RNone for this model None for this model

   
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